QUESTION $3$

A $200mm$ office slab is supported by beams and columns as shown in Figure $3.$

Assuming that the building is fortified with shear walls. Design the panel between

Grid lines $2-3$ and B$-$C as per SANS$10100$ for flexure. Check for shear and

deflection.

More information:

Concrete Density is $24k\frac{N}{m}2$

FCu$=30$MPa;$Fy=450$MPa

Finishes $=1k\frac{N}{m}2$

Cover $=30mm$

Available reinforcements: $Y12$ and $Y10$ only.

All dimensions are in $mm.$